References [1]. European Committee for Standardization (CEN). Ref. No. prEN 1993-1-8:2005 E – Eurocode3: Design of steel structures – Part 1-8: Design of joints (2005). [2]. Zoetemeijer P: A design method for the tension side of statically loaded bolted beam-to-column connections. Heron: 20(1): 1-59 (1974). [3]. Girão AM: Characterization of the ductility of bolted end plate beam-to-column steel connections, PhD Thesis, Universidade de Coimbra (2004). [4]. Piluso V, Faella C and Rizzano G: Ultimate behavior of bolted T-stubs. I- Theoretical Model, Journal of Structural Engineering, Vol. 127, nº 6, pag. 686-693 (2001). [5]. Piluso V, Faella C and Rizzano G: Ultimate behavior of bolted T-stubs. II- Model validation, Journal of Structural Engineering, Vol. 127, nº 6, pag. 694-704 (2001). [6]. Sutton MA, Orteu JJ and Schreier HW: Image Correlation for shape, Motion and Deformation Measurements, Springer Science + Business Media (2009). [7]. Sutton MA: Digital Image Correlation for Shape and Deformation measurements, Chapter 20 from Springer Handbook of Experimental Solid Mechanics, Sharpe Editor (2008). [8]. Pan B, Qian K, Xie H and Asundi A: Two-dimensional digital image correlation for in-plane displacement and strain measurement: a review. Measurement Science and Technology, Vol. 20, 062001 (2009). [9]. European Committee for Standardization (CEN). ISO 6892-1:2009 – Metallic materials. Tensile testing – Part 1: Method of test at room temperature. [10]. European Committee for Standardization (CEN). ISO 377:1997 – Steel and steel products. Location and preparation of samples and test pieces for mechanical testing. [11]. ABAQUS Documentation (Version 6.9.2) Dassault Systèmes Simulia Corp., Providence, RI, USA, 2009. [12]. Swanson JA, Kokan DS and Leon RT: Advanced finite element modeling of bolted T-stub connection components. Journal of Construction Steel Research 58: 1015-1031 (2002). [13]. Coelho AMG, da Silva LS, and Bijlaard, FSK: Finite element modeling of the Nonlinear behavior of bolted T-stub connections. Journal of Structural Engineering. 132: 918-928 (2006). [14]. Bursi OS and Jaspart JP: basic issues in finite element simulation of extended end plate connections. Computers and Structures 69 :361-382 (1998). 422
RkJQdWJsaXNoZXIy MTMzNzEzMQ==